With the change to ASCE 7-10, the uplift calcs are not that much more,
and in some cases less, but I think in any case the concern is
wind-borne debris. If the mod stays attached to the roof, we are good.
Having lived through it, it's all theory anyway. In a hurricane,
theory goes out the window.

Jason Szumlanski
Fafco Solar

On Mar 24, 2012, at 6:16 PM, Kent Osterberg <k...@coveoregon.com> wrote:

> Many inland areas in California, Oregon, and Washington are 85 mph zones. I 
> think that's the lowest requirement anywhere in the U.S. I can't imagine 
> designing for 185 mph winds.
> Doesn't that just blow the glass out of the modules?
>
> Kent Osterberg
> Blue Mountain Solar, Inc.
> www.bluemountainsolar.com
>
>
> On 3/24/2012 2:07 PM, Jason Szumlanski wrote:
>> Oh, to have 85 mph winds. Code changes just brought us up to 180 mph
>> design wind speeds in Southwest Florida. Yay.
>>
>> Jason Szumlanski
>> Fafco Solar
>>
>> On Mar 24, 2012, at 5:05 PM, Kent Osterberg<k...@coveoregon.com>  wrote:
>>
>>> William,
>>>
>>> There are auger mounted systems that don't require any concrete. For 
>>> locations with suitable soil, they probably save some time and are a little 
>>> less expensive than concrete. But it takes a substantial structure to 
>>> withstand 85 mph, or greater, winds. There's no getting around the physics 
>>> of that.
>>>
>>> Oregon also requires PV mounting structures to be engineered unless they 
>>> meet conditions prescribed in the solar installation code. The prescriptive 
>>> rules only apply to roof mounted systems, so ground mounts require a 
>>> structural engineer to sign off on the construction plans.
>>>
>>> Kent Osterberg
>>> Blue Mountain Solar, Inc.
>>> www.bluemountainsolar.com
>>>
>>>
>>> On 3/24/2012 10:29 AM, William Miller wrote:
>>>> Daryl:
>>>>
>>>> Thanks for the photos and description of the mounts you are installing.  
>>>> We have installed many of the DPW ground mount systems in similar 
>>>> configurations. 
>>>> http://millersolar.com/MillerSolar/Portfolio/ground-mount/engineered_ground_mount.jpg
>>>>
>>>> We are realizing two things:
>>>>
>>>> 1. Concrete footings of any type are expensive.  The cost of excavation, 
>>>> forming and concrete really adds up.
>>>>
>>>> 2. For off-grid, when the module tilt angle increases to 45 degrees, the 
>>>> foundations need to be substantial.  During one install we had our heavy 
>>>> PV trailer blow over due to high winds.  We decided to have the 
>>>> foundations reviewed by an engineer and when we received the results, we 
>>>> had to go back and double our piers and strut.  We had bid the job so the 
>>>> updates came out of our pocket.  See: 
>>>> http://millersolar.com/MillerSolar/Portfolio/ground-mount/full_size_photos/engineered_ground_mount.JPG
>>>>
>>>> We are now required by the AHJ to provide a wet stamp from a structural 
>>>> engineer for every PV structure over 6 feet in height.  This means every 
>>>> off-grid.  We know the engineers will require massive foundations which 
>>>> will cost a lot.  I am looking for a cheaper way to install these racks.  
>>>> I have not found it yet.
>>>>
>>>> Thanks for your input.
>>>>
>>>> William Miller
>>>>
>>>>
>>>> At 04:37 AM 3/24/2012, you wrote:
>>>>> William,
>>>>>   I'm attaching a picture of a system we just completed in Eleuthera
>>>>> using DPW racks on concrete pilings. We tied the pilings and rebar
>>>>> reinforcement into the limestone bedrock with rebar down 16 inches and
>>>>> used 12 inch sono tubes as forms.
>>>>>   We do a lot of ground mounting since our summer work is mostly in New
>>>>> England and snow removal is always a factor. I have two pole mounted
>>>>> arrays at my home, but it is the most expensive option, and therefore
>>>>> do a lot of this type of ground mounting. We also have an economical
>>>>> "cribworks" type structure made from solid railroad ties and weighing
>>>>> in at about 2800 lbs each that we will sometimes offer to customers in
>>>>> off grid situations.
>>>>>
>>>>> Daryl
>>>>
>>>>
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